Centrifugal model test on the clay arching

被引：0
|
作者：
Binglong, W [1 ]
Shunhua, Z [1 ]
Quanmei, G [1 ]
Longcai, Y [1 ]
机构：
[1] Tongji Univ, Dept Railway & Architecture, Wuhan, Peoples R China
来源：
MODERN TUNNELING SCIENCE AND TECHNOLOGY, VOLS I AND II | 2001年
关键词：
D O I：
暂无
中图分类号：
TU [建筑科学];
学科分类号：
0813 ;
摘要：
This paper takes a sewage tunnel as an example, which crosses the Huangpu River in Shanghai. The pipe of the tunnel is made of prefabricated reinforced concrete and the outside diameter is phi 2500mm. The centrifugal model tests simulate the slump caused by the unbraced excavation of single clay hole and double holes. The effect of arching is analyzed through displacement field. The deformation during the braced excavation of double holes is analyzed and the superimposed soil pressure over the braced structure is measured. The experiment results show: during the excavation of single unbraced hole, the earth arch will emerge automatically. The arch is 5.1m high. While the excavation of the double unbraced holes, the thickness of superimposed soil is at least 7.0m. When the tunnel is braced, the arch will not emerge.
引用
收藏
页码：137 / 140
页数：4
相关论文
共 50 条
  • [11] A scalar arching model
    Claudin, P
    Bouchaud, JP
    PHYSICS OF DRY GRANULAR MEDIA, 1998, 350 : 129 - 136
  • [12] Mechanisms of load transfer and arching for braced excavations in clay
    Hashash, YMA
    Whittle, AJ
    JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING, 2002, 128 (03) : 187 - 197
  • [13] Tension measurement of geogrid in centrifugal model test
    Department of Geotechnical Engineering, Tongji University, Shanghai 200092, China
    不详
    Yanshilixue Yu Gongcheng Xuebao/Chinese Journal of Rock Mechanics and Engineering, 2008, 27 (11): : 2295 - 2301
  • [14] Similitude Derivation of Stabilizing Model Pile in Centrifugal Model Test
    Li, RongJian
    Zheng, Wen
    Yu, YuZhen
    VIBRATION, STRUCTURAL ENGINEERING AND MEASUREMENT I, PTS 1-3, 2012, 105-107 : 1547 - +
  • [15] Centrifugal model tests on bucket foundation in clay for offshore wind turbine
    State Key Laboratory of Hydroscience and Engineering, Tsinghua University, Beijing
    100084, China
    不详
    100038, China
    不详
    100038, China
    Yantu Gongcheng Xuebao, (41-45):
  • [16] Centrifugal test on reinforced embankment with lime-stabilized soil as backfill on soft clay
    Department of Geotechnical Engineering, Tongji University, Shanghai 200092, China
    不详
    Yanshilixue Yu Gongcheng Xuebao, 2008, 2 (287-293):
  • [17] Research on Centrifugal Model Test of Bridge Abutment Backfilling
    Shen, Zheng
    Ding, Jianwen
    Fang, Lei
    ARABIAN JOURNAL FOR SCIENCE AND ENGINEERING, 2023, 48 (10) : 13719 - 13735
  • [18] Dynamic centrifugal model test on horizontal clayey ground
    School of Architecture Engineering, Shandong University of Technology, Zibo 255049, China
    不详
    Yanshilixue Yu Gongcheng Xuebao, 2007, SUPPL. 1 (3283-3287):
  • [19] Research on Centrifugal Model Test of Bridge Abutment Backfilling
    Zheng Shen
    Jianwen Ding
    Lei Fang
    Arabian Journal for Science and Engineering, 2023, 48 : 13719 - 13735
  • [20] Investigation on soil arching effect in visual model test of pile-supported embankment
    Cui X.
    Zhuang Y.
    Xiao H.
    Zhang J.
    Zhang J.
    Yanshilixue Yu Gongcheng Xuebao/Chinese Journal of Rock Mechanics and Engineering, 2020, 39 : 3150 - 3158
12345